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SR0082092
Environmental Health - Public
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4200 – Liquid Waste Program
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SR0082092
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Entry Properties
Last modified
12/4/2024 1:33:12 PM
Creation date
10/6/2020 2:13:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
RECORD_ID
SR0082092
PE
4201 - LIQUID WASTE PLAN CHECK
STREET_NUMBER
7095
Direction
E
STREET_NAME
SEDAN
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
22610018
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
7095 E SEDAN AVE MANTECA 95337
Tags
EHD - Public
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Wastewater Characteristics <br /> Blackwater will originate from toilets and graywater from showers, laundry, dishwashing,hand <br /> washing, etc. Additional wastewater constituents may consist of other liquids to the system. <br /> The per capita intake of nitrogen per day provides the basis for calculating the nitrogen balance of <br /> inflows and outflows. The USEPA Design Manual states Total Nitrogen concentrations between 6 <br /> to 17 grams of nitrogen per capita per day. Dr. Stewart Oakley of Chico State University, one of the <br /> world's leading researchers in wastewater management, uses 15 grams of N per person per day in <br /> his calculations. This figure will be used in the nitrate loading calculations below. <br /> B. CALCULATED NITRATE-NITROGEN LOADING <br /> NLS§3.3,3.4,3.5,3.6. The calculated nitrate-nitrogen impact to the soil and potentially to the <br /> groundwater is difficult to determine due to the large number of variables involved and variables <br /> unknown at this time. These include: 1.) Impact from upgradient agricultural sources, 2.) <br /> Variability in wastewater flows,nitrogen concentrations and dilution effects from stormwater <br /> recharge, 3.) Changes in groundwater directional flow and elevation, 4.) Denitrification potential <br /> within the loam soil fractions, and within confined and/or unconfined aquifers. <br /> The Hantzsche/Finnemore Formula is used below to predict the average resultant concentration of <br /> nitrate-nitrogen in effluent recharge water. As calculated below,the property has been assessed on a <br /> total areal loading basis correlated with the total projected yearly wastewater flow volumes calculated <br /> above. These two factors primarily estimate the average resultant concentration of nitrate-nitrogen in <br /> the recharge water and is exceeded of the concentration is more than 10 ppm nitrate-nitrogen(45 ppm <br /> as nitrate). <br /> Calculated Nitrate-Nitrogen Loading: <br /> INw(1 -d)+R Nb <br /> Nr= (I+R) <br /> Where: <br /> Nr = Resultant average concentration of nitrate-nitrogen in recharge water-(ppm NO3-N) <br /> I = Volume rate of wastewater entering the soil averaged over the gross developed area in inches per yr <br /> Nw = Total nitrogen concentration in raw wastewater in mg N/L <br /> d = Fraction(%)of nitrate loss due to denitrification in the soil profile. <br /> R = Average recharge rate of rainfall-inches per yr <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge,exclusive of wastewater influences <br /> (ppm NO3-N). <br /> Page -7- <br /> Chesney Consulting, <br />
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